Review Category : Articles

Incorporating Perforated Brickwork into Anchored Brick Veneer.

Perforated brickwork or brick masonry screen walls have a long history of use worldwide. The earliest known examples are found in Persia and the Middle East. More contemporary examples can be found in India. In hot climates like these, perforated brickwork helped screen the sun while allowing light and air to filter into the space beyond. Other names include pierced walls, lattice walls, hit-and-miss brickwork, and jali. For consistency in this article, the term “perforated brickwork” will be used. 

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Let’s review TMS 402/602 for answers.

What is the maximum spacing of vertical reinforcement in masonry walls? Without additional information, the answer is typically quite simple: The Building Code Requirements and Specification for Masonry Structures (TMS 402/602)does not specifically include a maximum spacing for either horizontal or vertical reinforcement in masonry walls other than what is required based on structural demand or what is required to meet minimum seismic design requirements.

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Kate Stillwell is a structural engineer and entrepreneur working at the intersection of physical and financial resilience. As a structural engineer, Kate has worked with Greg Luth & Associates, Degenkolb Engineers, and Holmes Consulting. In catastrophe modeling, she has worked at EQECAT (now CoreLogic) as the Product Manager of earthquake models worldwide, and she was the founding Executive Director of the Global Earthquake Model Foundation at the ROSE School in Pavia, Italy.

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Thoroughbreds, donkeys, & dead horses.

“The Importance of Building Information Modeling (BIM) in Structural Engineering” was the title of a 2008 October article in this magazine that stated, ‘In varying ways, in less than ten years, BIM will permanently change the structural engineering profession and its universities, firms, clients, markets, design codes, digital tools, contracts, insurance policies, global recruitment of staff, work process, and many other aspects.’’

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The benefits of steel framing in curtain wall systems.

Whether used within the built environment or as an exterior façade, curtain walls made with transparent glazing can enhance the overall design of a building by improving access to daylight and helping to stabilize interior temperatures with U-values as low as 0.19. While discussion around these systems tends to focus on the glass, the framing systems are an equally important aspect to consider.

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Presentation of an already implemented in practice cross sections of beams with a non-standard shape.

This article discusses the design of custom beams for the support of traveling cranes and is based on twenty years of experience by the author in designing steel structures and presents proven solutions related to the design of beams for traveling cranes. These crane beams are useful for cranes with lifting capacities from two to thirty tons.

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A modified speedcore system.

The composite plate shear wall-concrete filled (C-PSW/CF) system, also referred to as the SpeedCore system, is a modular construction system where wall modules are composed of two steel faceplates, concrete infill, and tie bars connecting the face plates. While the system is somewhat similar to the system previously introduced by Corus (now TATA steel) in the early-mid 2000s and marketed in the United Kingdom (UK) as CoreFast, the SpeedCore system has significant differences from CoreFast. The key feature of the CoreFast system is that the elements are shop-fabricated using a patented friction stir welding process to connect the tie bars to the inside of the face plates, whereas SpeedCore is a nonproprietary system (Huber et al., 2021). Although CoreFast was not widely used outside of the UK, the SpeedCore system is emerging as an alternative to conventional reinforced concrete (RC) shear walls in the US. This is due to both constructability advantages for steel buildings, research undertaken by the nuclear industry, and, more recently, the research led by Purdue University and the University at Buffalo. The SpeedCore system is now addressed in the American Institute of Steel Construction’s AISC 360-22 Specification for Structural Steel Buildings, AISC 341-22 Seismic Provisions for Structural Steel Buildings.” and AISC Design Guide 38 “SpeedCore Systems for Steel Structures.” This article presents alternative approaches to connecting Speedcore modules to simplify construction.

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The key is discovering value and avoiding waste.

Building Information Modeling (BIM) is used extensively throughout the construction industry, with some trades fabricating directly from BIM as standard practice. Even steel rebar for cast-in-place concrete is being modeled and fabricated using BIM. So why isn’t all Cold-Formed Steel (CFS) framing included in a model, and why do some CFS contractors consider BIM a waste of time? 

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Dr. S. K. Ghosh is known internationally for his work in earthquake engineering. He specializes in analyzing and designing reinforced and prestressed concrete structures, including wind- and earthquake-resistant designs. He has influenced seismic design provisions in the United States for many years by serving on or chairing numerous committees and advisory panels. Dr. Ghosh is active on many national technical committees; he is a Fellow of the American Society of Civil Engineers (ASCE), ASCE’s Structural Engineering Institute (SEI), the Precast/Prestressed Concrete Institute (PCI), and an Honorary Member of the American Concrete Institute (ACI). He is a member of ACI Committee 318 and an Emeritus member of the ASCE 7 Standard Committee.

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